  Page 1                                    Fri Apr 19 10:35:20 2024

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  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
   EPANET Example Network 1
  A simple example of modeling chlorine decay. Both bulk and
  wall reactions are included. 
   
      Input Data File ................... C:\Users\mkiri\OneDrive - University of Cyprus\GITHUB\EPyT\epyt\networks\asce-tf-wdst\Net1_temp.inp
      Number of Junctions................ 9
      Number of Reservoirs............... 1
      Number of Tanks ................... 1
      Number of Pipes ................... 12
      Number of Pumps ................... 1
      Number of Valves .................. 0
      Headloss Formula .................. Hazen-Williams
      Nodal Demand Model ................ DDA
      Hydraulic Timestep ................ 1.00 hrs
      Hydraulic Accuracy ................ 0.001000
      Status Check Frequency ............ 2
      Maximum Trials Checked ............ 10
      Damping Limit Threshold ........... 0.000000
      Maximum Trials .................... 40
      Quality Analysis .................. Chlorine
      Water Quality Time Step ........... 5.00 min
      Water Quality Tolerance ........... 0.01 mg/L
      Specific Gravity .................. 1.00
      Relative Kinematic Viscosity ...... 1.00
      Relative Chemical Diffusivity ..... 1.00
      Demand Multiplier ................. 1.00
      Total Duration .................... 24.00 hrs
      Reporting Criteria:
         Selected Nodes
         No Links
   
   
  AVERAGE Node Results:
  --------------------------
                       Head
  Node                   ft
  --------------------------
  10                1018.99
   